HomeMy WebLinkAboutNOA STEEL GARAGE DOOR;• MIMI®DiADE
DEPARTMENT OF REGULATORY AND
BOARD AND CODE ADMINISTRATION
NOTICE OF ACCEPTANC
Clopay Building Products Company
8585 Duke Boulevard
Mason, OR 45040
SCOPE: This NOA is being issued under i
materials. The documentation submitted hE
Section to be used in Miami Dade County
This NOA shall not be valid after the expo
Miami Dade County) and/or the AHJ (in a
material tested for quality assurance purpi
manufacturer will incur the expense of suc.
such product or material within their juds
by Miami -Dade County Product Control
applicable building code.
This product is approved as described b
including the High Velocity Hurricane Zor
DESCRIPTION: o e MUM
�
APPROVAL DOCUMENT: Drawing
sheets 1 through 4 of 4, dated 05/25/2016, j
. Westerfield, P.E., bearing the Miami -Dade
number and approval date by the Miami-D
MISSILE IMPACT RATING arl
LABELING: A permanent label with the
positive and negative design pressure rating
reference number, approval number (NOA,
County Product Control Approved' is to be
RENEWAL of this NOA shall be consider
the applicable building code negatively affi
TERMINATION ofthis NOA will occur
materials, use, and/or manufacture of the p
sales, advertising or any other purposes sha
this NOA shall be cause for termination an
LIMITATION: This approval requires the
minimum of 2 specimens shall be cut from
County approved laboratory. Every 3 mont
Only coils with average yield strength of 31
under this Notice of Acceptance.
ADVERTISEMENT: The NOA number
expiration date may be displayed in advert
in its entirety.
INSPECTION: A copy of this entire NOS
be available for inspection at the job site at
This NOA consists of this page I and evide
The submitted documentation was revi
ll
SCANNED
BY
Lucia County
RESOURCES (MR)
NIIAMI,DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26. Street, Room 208
Miami, Florida 33I75-2474
T (786) 315-2590 F (786) 315 2599
www.miamidade.gov/economy
e applicable rules and regulations governing the use of construction
been reviewed and accepted by Miami -Dade County RER-Product Control
nd other areas where allowed by the AuthorityHaving Jurisdiction (AHJ).
Cron date stated below. The Miami -Dade County Product Control Section (In
:as other than Miami Dade County) reserve the right to have this product or
es. If this product or material fails to perform in the accepted manner, the
testing and the AHJ may immediately revoke, modify, or suspend the use of
ction. RER reserves the right to revoke this acceptance, if it is determined
ection that this product or material fails to meet the requirements of the
and has been designed to comply with the Florida Building Code,
No. 105002, titled "Modern Steel 2" Intellicore +46/-52 psf to 16' Wide',
repared by Clopay Building Products Company, signed and sealed by Mark
:ounty Product Control approval stamp with the Notice of Acceptance
le County Product Control Section.
ianufacturer's name or logo, manufacturinndress, model number, the
indicate impact rated if applicable, installation instruction drawing
the applicable test standards, and the statement reading `Miami -Dade
located on the door's side track, bottom angle, or inner surface of a panel.
-d after a renewal application has been filed and there has been no change in
cting the performance of this product.
fter the expiration date or if there has been a revision or change in the
)duct or process. Misuse of this NOA as an endorsement of any product, for
1 automatically terminate this NOA. Failure to comply with any section of
removal of NOA.
manufacturer to do testing of all coils used to fabricate door panels. A
=h coil and tensile tested according to ASTM E-8 by a Miami -Dade
s, the manufacturer shall mail to this office a copy of the tested reports.
,000 psi or more 'shall be used to make door panels for Miami -Dade County
preceded by the words Miami -Dade County, Florida, and followed by the
ising literature. If any portion of the NOA is displayed, then it shall be done
. shall be provided to the user by the manufacturer or its distributors and shall
the request of the Building Official.
nce pages E-1 and E-2, as well as approval document mentioned above.
;wed by Carlos M. Utrera, P.E.
NOA No I6-060'7.10
Expiration Date: July 2 , 20
Approval Date: July 21, 2016
Page 1
File Copy
I
C
■
0
4
BRAND MODERN STEEL
C q AY jk9 A HDPCC2 19209, HDPCR2
H❑LMES 1 7208 1 7209
>- HORIZONTAL (TOP) JAMB
(NO LOAD FROM DOOR)
FASTENER
TYPE
MAX. O.C.
2x6 VERTICAL JAMB
• 'r
_ � �' '' •�• `jam
La
DESIGN 'ENb0AFt•
MARK WESTERFIELD, P.E.
COMMERCIAL DOORS '
3728 1 3729
-- I C7R20
3 - -- 2
SHEETr
3 OF 4 REV. NO.1 ZONE: DATE:
00 I -I -
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO
THE 2x6 VERTICAL SYP (GRADE #2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS
TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF +368 LB & -416 LB. PER LINEAR
FOOT OF JAMB.
3. ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A
FLUSH MOUNTING SURFACE.
4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS (NOT USED IN THE CALCULATION OF ALLOWABLE
LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY.
NOTE: 2x6 WOOD JAMBS ARE NOT REQUIRED WITH CONTINUOUS ANGLE MOUNT TRACK. HOWEVER,
IF DESIRED ON STEEL JAMBS OR CONCRETE OR BLOCK WALLS. APPROVED FASTENERS AS
DETAILED BELOW SHOULD BE INCREASED IN LENGTH BY 1-1/2" AND INSTALLED DIRECTLY
THROUGH THE ANGLE AND 2x6 WOOD JAMBS INTO THE STEEL JAMBS OR CONCRETE OR BLOCK
WALLS. ANCHORS CAN BE (BUT ARE NOT REQUIRED TO BE) COUNTERSUNK TO PROVIDE A FLUSH
MOUNTING SURFACE. CONTINUOUS ANGLE TRACK CAN BE ANCHORED DIRECTLY TO GROUT
REINFORCED BLOCK WALL OR 3,000 PSI MIN. CONCRETE COLUMN OR STEEL JAMBS.
2x6 JAMB TO SQPPORTING STRUCTURE ATTACHMENT
(NOT TO RF L1Sm FOR ATTACHMFNT OF TRACK AN[a F TO 7Yr, VFRTIPAI .IAuacl
REVISIONS
ECN NO. I APPVD: I DESCRIPTION
27 GA. MIN. STEEL GALV.
EXTERIOR SKIN NTH
BAKED -ON PRIMER AND
A BAKED -ON POLYESTER
PAINTED TOP COAT.
1--4"
7— W ,e1)"
4 Ty E`� ALL. TAPER STRUT.
4-1/4" 0.062" MIN. GALV. STEEL,
L 80 KSI MIN.
-d3"f
1-7/8"
7
VIEW „E„
3" TALL U-BAR.
20 GA. MIN. GALV. STEEL,
80 KSI MIN.
BUILDING TYPE
FASTENER TYPE
MAXIMUM
-aN-CENTER-
DISTANCE
BETWEEN
FASTENERSW
STEEL
WASHERS
REQUIRED
HOLLOW CMU BLOCK WALL
1/4' x 1-1/4' MIN, EMBED ULTRACDN CONCRETE ANCHOR
4 1/2'
GRC]UiTi-,FrI�t6D GNU B QCK
f/4t; xa1 I%4 MIN„EMHEB:�U. TRAEON;�CDE�CRETE, FINCNQR " °`-:`=, _ '
_._...
7 1/„2'� = �r
`L I]� tl
2000 PSI MIN. CONCRETE
_
1/4' x 1-3/4' MIN. EMBED ULTRACON CONCRETE ANCHOR
15 1/4'
1' O.D.
2000 PSI MIN. CONCRETE
1/4' x 1-3/4' MIN. EMBED TAPCON CONCRETE ANCHOR
14 1/4'
1' O.D.
2000 PSI MIN. CONCRETE
3/8' X 1-3/4' MIN. EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR
13 1/2,
INCLUDED
4000 PSI MIN. CONCRETE
3/8' X 1-3/4' MIN, EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR
24'
INCLUDED
WOOD FRAME (SYP 0.55 SG)
1/2' x 3' LAG SCREW (ASTM A307, GRADE A) 1-5/8' EMBED INTO STRUCTURE
14 3/4'
1' O.D.
14GA STEEL <0.060' MIN.)
1/4'-14 x P ITW BUILDER TEKS SELF -DRILLING FASTENER
6'
1' O.D.
12GA STEEL (0.105' MIN.)
1/4'-14 x 1' ITW BUILDEX TEKS SELF -DRILLING FASTENER
10 3/4'
1' O.D.
1/8' STEEL
1/4'-14 x 1' ITW BUILDEX TEKS SELF -DRILLING FASTENER 112
3/4'
1' O.D.
* FIRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON -CENTER DISTANCE. HIGHEST ANCHOR INSTALLED
AT LEAST AS HIGH AS THE DOOR OPENING.
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE: 2-1/2", EXCLUDING STUCCO THICKNESS. EXCEPTION FOR
TAPCON -- MINIMUM EDGE DISTANCE FOR TAPCON FASTENER IS 1-1/4". EXCLUDING STUCCO THICKNESS.
SEE REVISION HISTORY ON SHEET ONE.
2" THICK
SILICONE FILLED CHANNEL SEPARATES
FRONT AND BACK SKIN OF DOOR.
URETHANE CORE
DENSITY 2.4 P.C.F.
(2) 12 GA. GALV. STEEL TOP ROLLER BRACKET.
EACH BRACKET ATTACHED W/(4) #14x5/8"
SHEET METAL SCREWS. ADJUSTABLE SLIDE
ATTACHED TO TOP BRACKET WITH (2) 1/4"x1/2"
BOLTS AND NUTS PER BRACKET.
TONGUE AND GROOVE JOINTS.
714 GA. GALV. STEEL ROLLER
HINGE. EACH FASTENED TO END
STILES W/(4) #145/8" SHEET
METAL SCREWS AND (2) 1/4"X3/4"
SELF TAPPING SCREWS
_'*'� ONE 4" T-STRUT PER SECTION (SEE
VIEW "D"). EACH T-STRUT ATTACHED
AT EACH HINGE LOCATION WITH (2)
1 /4"x3/4" SELF TAPPING SCREWS.
27 GA. STEEL GALV. INTERIOR SKIN
WITH A BAKED -ON PRIMER AND A
BAKED -ON POLYESTER PAINTED
TOP COAT.
1 ONE 3" U-BAR PER SECTION (SEE VIEW
"E"} EACH U-BAR ATTACHED AT EACH HINGE
LOCATION WITH (2) 1 /4"x3/4" SELF TAPPING
SCREWS.
13 GA: MIN. GALV. STEEL BOTTOM BRACKET.
ATTACHED WITH (4) #14x5/8" SHEET METAL SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
SECTION A —A (SIDE VIEW)
MANUFACTURING PRODUCT COD
y y�
DES.�G1 LOADS. +6.�0� P F`-5P '
�. -
DSIU-IF477
PART NO.. N/A
Unless Stated OtherwiseMCIoa►y
TOLERANCES are
.0 = 4.031
8585 Duke Boulevard
Mason, aIi 45040 USA
Tel. No. 513-770-4800
�tuldln9 Products Company Fax No. 513-770-M
WINDLOAD RATING
g D P 4 61
DESCRIPTION: MODERN STEEL 2" INTELLICORE +46/-52 PSF TO 16' W
.00 - t.015
.000 - t.005
.0000 = 1.001
Degrees = t1/2'
DRAWN BY: SH
DATE: 12 2015
/
SCALE: NTS
DWG.
SIZE
B
CHECKED BY: MWW
DATE: 5/25/201
HEET 3 OF 4
Unless Stated Otherwise
DIMENSIONS ARE IN INCHES.
I DWG. NO.: 105002
VER: M—D
u
C
no
11
3
2
4
BRAND MDDERN STEEL
FLUSH I GROOVED
CLOPAY 92082PCC2 9209, H➢PCR2
HOLMES ' 7208 7209'
I
2" TRACK CONFIGURATION.
hm DOUBLE TRACK
HEADROOM, HI-UFT TRACK,
FOLLOW -THE- ROOF
tr
TRACK, AND VERTICAL LIFT
TRACK ARE AVAILABLE
p
OPTIONS.
_
TRACK CONFIGURATION
¢
ABOVE THE DOOR -OPENING
DOES NOT AFFECT`7HE
SX
WIND LOAD RATING.
9
X
C
3" TRACK CONFIGURATION.
HOIF DOUBLE TRACK
HEADROOM, HI -OFT TRACK,
FOLLOW -THE- ROOF
TRACK, 'AND VERTICAL LIFT
TRACK ARE AVAILABLE
B OPTIONS. T
TRACK CONFIGURATION
ABOVE THE ODOR OPENING
DOES NOT AFFECT THE
WAND LOAD RATING.
0
A
:z°.
DESIGN ENGINEER,
MARK WESTERFIELD. P.E.
3
CDMMERCIAL DOORS
'LUSH GROOVE
3728 3729
-- C7R20
HORIZONTAL TI
SUPPORT 8Y I
INSTALLER (TO
—DOOR COUNTERBALANCE SYSTEM
13 CA GALV. STEEL FLAG BRACKET ATTACHED TO
JAMB WITH (3) 5/16' X 1-5/8' LAG SCREWS
AND TO TRACK WITH (2) 1/4' RIVETS.
AS ROD: SPACING NTE 14' O.C.
63" 2' CALV. STEEL TRACK,
TRACK THICKNESS: 0.083.
50'
VERTICAL TRACK TO DE BRACKET
MOUNT OR ANGLE MOUNT
(CONTINUOUS OR REVERSE ANGLE,
24" 1-3/4'x2-1/4"x12 GA MIN). ALL
BRACKETS/TRACK (LIPS ARE 12 CIL
DALY. STEEL BRACKETS/CUPS ARE
ATTACHED TO TRACK WITH EITHER
10" TWO 1/4' RIVETS OR ONE 1/4'
3-1/2" BOLT AND NUT.
CENTER HANG REWIRED FOR
DOORS OVER 8' HIGH.
2 1
SHEET. REVISIONS
4 OF 4 1 REV. NO. I ZONE: I DATE: ECN NO. APPVD: I DESCRIPTION
- I SEE REVISION HISTORY ON SHEET ONE.
r ANGLE MOUNT JAMB CONFTGURATJO
).
2x6 SYP JAMB (IF PRESENT.
JAMB CONFIGURATION
SEE JAMB NOTES ON SHEET 3).
DOORS UP TO 800 LBS,
VERTICAL TRACK TO BE CONTINUOUS
BRACKET MOUNT JAMB CONFIGURATION
OR REVERSE ANGLE. 12 GA TRACK
CUPS ATTACHED TO WALL. ANGLE
1" DOOR OVERLAP (EACH SIDE)
WITH TWO 1/4" RIVETS PER CUP.
OPTIONAL STOP MOULDING
* r. J .
BY INSTALLER (TO SUIT).�• r:-
TRACK CUPS ARE ATTACHED TO
TRACK WITH ONE 11/4��' BOLT AND
18 fIA GALV. 5-3/4' WIDE STEEL •�y11' NUT. FOR WOOD JAMBS: ONE
.
DOUBLE -END -STILE FASTENED WITH 1 5/16' X 1-S/8' LAG SCREW AT
1 2' WAFER SCREW
EACH TRACK CLIP LOCATION. ALSO
AT LEAST TWO LAG SCREWS LOCATED
2-1/2' x 12 GA GALV. STEEL TRACK
BRACKETS FASTENED TO WOOD JAMBS
` ABOVE VERTICAL/HORIZONTAL TRACK
JUNCTION.
WITH 5/16' x 1-5/8" LAG SCREWS.
7/16' HA. ROUND
NOT TO EXCEED 14' ON -CENTER.
7PUSHNUT 14 G0. GALV. STEEL CENTER HINGE FASTENED TO
FASTENER. SECTION W/(4) EACH 014x5/8' SHEET METAL SCREWS.
GAIN. STEEL ROLLER HINGES FASTENED 70 END STILES W/(4) EACH %14x5/8"
SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE
2" GALV. STEEL TRACK FASTENED TO
12 GA GALV. STEEL TRACK BRACKETS
WITH EITHER (2) 1A" DIA RVETS OR
2" DUL 7-1/2" LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE
(1) 1/4' x 5/8" BOLT & NUT PER
TRACK BRACKET.
BECKON C-G
LHR BRACKET (2-1/2' x 5-3/4" x 12GA)
PREPARATION
OF JAMBS BY OTHERS,
ATTACHED WITH (2) 1/4" x 3/4' SELF TAPPING
SCREWS. NOTE THAT LHR BRACKETS ARE ALSO
'
USED WITH 'DOUBLE END STILE' AS SHOWN IN
ZONE B-3 SHEET 1.
JAMB CONFIGURATION
FOR 3' TRACK.
DOUBLE TRACK
LOW HEADROOM OPTION
(AVAIL FOR BOTH 2" AND 3' TRACK)
BLE HORIZONTAL
1' DOOR .OVERLAP (EACH SIDE)
2x6 SYP JAMB (IF PRESENT;
OPTIONAL STOP MOULDING
TRACK.
BY DOOR INSTALLER (TO SUIT).
7 3' CALV. TAPERED STEEL TRACK AND ANGLE. TRACK
—THICKNESS: 0.101'. ANGLE THICKNESS: 0.080".
LHORIZONTA.
SET JAMB NOTES ON SHEET 3).
16 CA GALV. 5-3/4" WIDE STEEL DOUBLE -END -STILE
MIN. ANGLE DIMENSIONS 3-1/4' x 2-7/8'.
SUPPORT
INS—TALLER
NS AL�
TRACK
BY DOOR
� SUED
FASTENED WITH (1) g8 X I/2" WAFER SCREW.
�VERTICAL/HORIZONTA. TRACK
14' MAXIMUM SPACING
-7
3-1/4' x 2-7/0" MIN. x 0.080" TAPERED
'T
/
JUNCTION. TWO 1/4' BOLTS
& NUTS FOR EACH TRACK.
FROM LAST MOUNTING
SLOT TO TRACK JUNCTION
µ(me, SEE BOLT MOUNTING TRACK
J
CW%(
CONFIGURATION BELOW.
7/16' I.D. ROUND FASTENED TO SECTION)HFAdi
ADDITIONAL MOUNTING SLATS
FUAS'HtFlLNELI J14x5/8" SHEET METAL SCREWS.
SPACED AT 12' CENTERS. Applwdraa wi�lr
FLtEy
��°
)b
0.101' THICK 3' CALV. STEEL. TRACK FASTENED
TO TAPERED ANGLE. TRACK ATTACHED TO
14 GA GALV. STEEL. ROLLER HINGES FASTENED TO END '
STILES W/(4) EACH f14x5/e' SHEET METAL SCREWS
�12' ON CENTER NDAi - A
TAPERED ANGLE WITH ONE 1/45:5/e' BOLT &
AND (2) 1/4" SELF TAPPING SCREWS PER END WINCE
I , l.GU1R
NUT AT EACH MOUNTING SLOT.
3' D4L 8-1/2' LONG STEM BALL GEARING SM ROLLER.
;4- NE H' TRACK DOLT AND NUT AT EACH
PREPARATION
SECTION C-C
OF JAMBS BY OTHERS.
MANUFACTURING PTpI3LICT COD
MOUNTING sLor LOCATION.
��
DSIU-1F477
DOOR
VERTICAL
DESIGN LOADS: +46.0 PSF & —52.0 PSF
PART NO.: N/A
2•
HEIGHT
-O
TRACK LENGTH
un4ex Sfotod OtMrriae
TOLERANCES
=�'O__ __ 8585 pt&e 5040BouhrmrdK
°" 45040 °S"
WINDLDAD RATING
84
I
, .
� Td. Na 513-770-46OU
Products Fox No.
8 D P 4 61
0.
_
ONE 5/16"1 x 1-5/8' LAG SCREW SPACED AT THE SAME
.0 *.031
513-7T0-9857
12-0
132
DISTANCES AS THE TRACK BOLTS (I.E. 3-1/2', 70', 22", 34',
•OU m *-015
DESCRIPTION: MODERN STEEL 2' INTE7.LICORE +46/-52 PSF TO 16' W
14 -0
6-O
8
1 0
46'. ETG). I ADDITIONAL LAG SCREWS LOCATED AT 16", 28', &
40' FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED A80VE
.600 = t.005
.0000 *.001
DRAWN BY: SH
DATE: 12/2015
SCALE: NTS
DWG.
ll
17 -O
18-0
4
8
VERTICAL/HOPoZONTAL TRACK JUNCTION.
Degrees *1 Y
/
CHECKED BY: MWW
DATE: 5/25/201
HEET 4 OF 4
SIZE
- -
Unless Staled Ot.W.
DuemoNs ARE IN INCHES.
DWG. NO.: 105002
VER: M-D
4 I 3
2
1
u
N
►AI